HomeMy WebLinkAboutGREENBROOK BLK 2 LT 20Onsite File
Greenbrook
Block 2
Lot 20
#017-023-75
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 2
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP201476 PID Number: 017-023-75
Dwelling: N Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ®❑ Upgrade
Name
Wesley & Laurene Deutscher
ABSORPTION FIELD
❑ Deep Trench N Wide Trench ❑ Bed ❑ Mound
Site Address
13006 Algarin Cir
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
0.8 GPD/SF
8.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
4.0 Ft.
Gravel depth beneath pipe
4.0 Ft.
Subdivision Block Lot
Greenbrook 2 20
Fill added above original grade
0.0 Ft.
Gravel length
60 Ft.
Township Range Section
Gravel width
5 Ft.
Beds: Number of Lines
n/a
Distance between lines
n/a Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift
I Holding
i Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
i Tank
Field
Station
i Tank
I Line
600 FF
1(N) 1(e)
Ft
Well
1001+
100'+
(vim/VA
11 h
25'+
TANK Q Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Greer
Capacity
1000 Gal.
Surface Water
100'+
1001+
i
Material
Number of compartments
Lot Line
51+
10'+
NA
HDPE
2
Foundation
10'+
10'+
LIFT STATION
Manufacturer
Capacity
Remarks
Gal.
Alarm location
Electrical installed by
Installer
PIPE MATERIAL House to tank 3034 Tank to 3034
drainrield
Pomraning Excavating
Drainfield 3034 CoiMT3034
Inspector Pannone Engineering
BENCH MARK (Assumed elevation) 100 g
Inspectiones: vt 12/15/20 2„d 12/15/20
Location and description
3'd 12/15/20 4"' 3/2/21
Bottom House Trim @ B
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Conditional Approval: Date
L� OFA qs
.. Jieven Pannotle
:�
c ate .�
3
Septic System
Approved '
�.6Date
Note: this approval does not include well permit requirements.
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C-) ALCARIN CIRCLE
D
NOTES: PANNONE ENG SVC, LLC (C.I. 1088) REVISIONS DATE
RECORD DRAWING P.O. BOX 1807 PALLIER, AK 99645 of A4 n, 3/5/21
PHONE (907) 745-8200 FAX (907) 745-8201
SCALE
ill = 5o'
GREENBROOK B2 L20 P.I.D. NO
11
DRAWN ACP WESLEY & LAURENE DEUTSCHER 017-023-75
f -81
13606 ALGARIN CIRCCE49 PEOSP20t476
ANCHORAGE, AK SHEET
SITE PLAN I ............. 2 OF 4
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NOTES:
PANNONE ENGSVC LLC C.i. 1088)
P.O. BOX 1807 PALM, AK 89645
.` """
q(q'h,
REVISIONS
DATE
3/5/21
RECORD DRAWING
REV 1: 4/2/21
PHONE (907) 745-8200 FAX (907) 745-8201
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s a; t �t'4
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GREENBROOK B2 L20
WESLEY & LAURENE DEUTSCHER
SCALE
NTS
P.I.D. N0
o17—oz3-7s
DRAWN ACP
`� �'--
PERMIT NO.
13006 ALGARIN CIR
,_
---
OSP201476
PROFILE
ANCHORAGE, AK
; ?
-SHEET
OF 4
SOILS LOG — PERCOLATION TEST
TEST HOLE 2
LEVEL
NET DROP
NET TIME
MPI
SLOPE
READING
R OR
1
2/15/20
1440
5.71
---
---
1
2
1450
71.04
5.3"
10 MIN
2
3
7450
4.74
---
---
3
4
1500
7.84
3.1 "
10 MIN
4
Z
Q
1500
4.74
---
---
6
1510
7.75
3.0"
70 MIN
5
C-
1510
4.74
---
---
W
1520
7.64
2.9"
70 MIN
6
c n
SEE
SITE PLAN
4.74
---
---
7 GM/
W
1530
7.63
2.89"
10 MIN
SP
W
1520
4.74
---
---
8
72
7530
7.62
2.88"
10 MIN
9
10
11
12
13
GM/SM
WAS GROUND WATER
SLOPE
14
ENCOUNTERED? NO
15
IF YES, AT WHAT
DEPTH? N/A
SEE SITE
PLAN
15
BOH
DEPTH TO WATER AFTER
DATE PERFORMED: 12/15/20
MONITORING? N/A
DATE: 12/22/2020
WATER
READING DATE
LOCK TIME
SOIL TEST RESULTS /ANALYSIS
• PERCOLATION RATE 1.7 (minfinch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 4 FT AND 5 FT.
• TEST RUN FOR OVER AN HOUR,
LAST THREE READINGS PROVIDED.
COMMENTS: Test hole excavated
by POMRANING EXCAVATING
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
PANNONE ENG SVC LLC (C.i. 1088)
P.O. BOX 1807 PALER, AK 9645
.` ` ""„
?�E OF q�qa,
REVISIONS
DATE
3/5/21
RECORD DRAWING
_ ��? '
PHONE 907) 745-8200 FAX (907) 745-8201
SCALE
GREENBROOK B2 L20
WESLEY & L A U R E N E D E U T S C H E R
13006 ALGARIN CIRC
..._...'
' Stevan R. Ponnone
°E-B19
'yr �
NTS
P.I.D. NO
017—o23-7s
DRAWN ACP
PERMIT No.
OSP201476
SHEET
SOIL LOG
ANCHORAGE, AK
�-
"
ul
LEVEL
NET DROP
NET TIME
MPI
READING
1
2/15/20
1440
5.71
---
---
2
1450
71.04
5.3"
10 MIN
1.9
3
7450
4.74
---
---
4
1500
7.84
3.1 "
10 MIN
3.2
s
1500
4.74
---
---
6
1510
7.75
3.0"
70 MIN
3.3
7
1510
4.74
---
---
8
1520
7.64
2.9"
70 MIN
3.4
9
7520
4.74
---
---
70
1530
7.63
2.89"
10 MIN
3.5
11
1520
4.74
---
---
72
7530
7.62
2.88"
10 MIN
3.5
Frontier Surveys, LLC Project No: 21-014 pate: 1/12/2021
Ordered By: Wes ❑eutscher Plat: 74-147 Grid: 2839
Scale 1" = 40' LCT 29 C
! r
! S896 49'15"W 259.39
s Vl fV
32.3f
SHED SNE �
N
�Lf i
I
12.2 � ,., a
8.0 52.9 q f
4
!
Lot 20, Block 2
Greenbrook Subdivision
! SHED 1:052,787 Sq- Fl. +A o
LU
1s. ' ; N 13006 Rlgarin Circle q
or 2 Story Wood Frame House
N 12.3 With Attached 2 Car Garage a
4 4 !
to
O
! 24 5.9
- GRAVEL DRIVEWAY -
] 24.0N .. -
L y.
! 4.7• �
a !
S.1 .'d.❑
! SS
22.2 ,. r
LU
a_' r�ii 5.2 30.o
a �
to 3g' 09"240,75 i
58 w J
r1
�E
- III
it r
2 !
LCT 19 ,
g
,Ey Electric Meter/Outside Power cO, Telephone Pole —o Overhead Utility '
Gas Meter ® Deck /T, Tel. Pedestal LEN Elec. Pedestal I
i$; Septic r`:)SSeptic Tank Riser
General Notes: 20 44 80
1. This document is created for the purpose of a single property transaction and is subject to Federal Copyright Law s.
2. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. Scale ]Cl Feet
f
3. All measurementslsetbacks are to the visuallapparent building footprint.
4. All dimensions to property lines are pluslminus 0.1ft.
1 �tit�13�\X%II lit
This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and
O f A 1 t conditions at the time of the survey. This document does not constitute a boundaiy survey and is subjeot to any
' (
E t+Inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the
p�, • �s ffI existence of any easements• covenants, or restriction which do no appear on the record plat. Under no circumstances
should this document be used for construction or for establishing a boundary or fence line.
4H * i As-Built Survey of,•
r r
F "' "' f f Lot 20, Block 2 Greenbrook Subdivision
Piee M.Sr star � �
I, Pierre Stragier, hereby certify that this Mortgage Inspection Survey was performed by me, or
rltalaoxty under my direct supervision on January 11th, 2021.
. ' • • ....... •`'�
rftttti%t'<�� �NAt � �
Frontier Surveys, LLC
650 W. 58th Ave. Suite E Anchorage, Alaska 99518
907.460,1686 - info@frontiersurveys.com
PROFESSIONAL SEAL www.frontiersurveVs.com
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP201476
Work Type: Septic Upgrade
Tax Code Number: 01702375000
Site Legal Address: GREENBROOK BLK 2 LT 20 G:2839
Site Mailing Address: 13006 ALGARIN CIR, Anchorage
Owner: DEUTSCHER WESLEY & LAURENE
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Effective Date:
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
r
17ep�ire�»ent
11/19/2020
11/19/2021
52787
CEJ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
P
&_ 7�h ��' �'
Received By: Date:
1
Issued By: _16(li" Date: I l ��0
3
MUNICIPALITY OF ANCHORAGE
Community Development Departments Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 017-023-75
Property owner(s) Wesley & Laurene Deutscher
Mailing address 13006 Algarin Circle, Anchorage, AK 99516
Site address 13006 Algarin Cir.
Day phone
Legal description (Sub'd., Block & Lot) Greenbrook, Block 2, Lot 20
Legal description (Township, Range & Section)
Lot Size 52,787 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑X
Initial ❑
Single Family (SF) ❑X
(w/wo AD U)
Septic Tank
❑X
Upgrade I -XI
(D) ED
Holding Tank
❑
RenewalDuplex
❑
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(blgnature of property owner or authorized agent)
Permit/Rush Fees: $ Ll y 6 o a 5 ( W1 %- I Waiver Fees:
Date of Payment: 17 + Oa O
Receipt Number:
Permit No. 0S9 ) D 1
Permit App__'- : ._...:c
Date of Payment:
Receipt Number:
Waiver No.
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panengak.com
November 13, 2020
Subject: Greenbrook, Block 2, Lot 20
Septic System Upgrade Permit Request
Design Narrative
This is a design narrative for a permit to upgrade the septic system to be issued for this property. The proposed
system will serve an existing three bedroom (3) bedroom house. Currently the lot is developed. The existing
field is in failure and has stopped functioning, requiring the tank to be pumped weekly. The existing field will be
reused as a reserve. This lot and the surrounding developed lots are served by a community water system or
private wells. Required separation distances to wells will be maintained.
1. Soils. One test hole was performed on the lot by PES and groundwater monitoring was performed.
Groundwater was not observed to a depth of 16.0' and bedrock was not encountered. Based on the results
of the percolation tests and overall soils appearance; an application rate of 0.8 gallon/day/square feet was
used for a conventional wastewater system in the area of the test hole.
2. Soil Absorption System Design.
a. See Sheet 1 of the design package.
3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The
proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches.
4. Topography: The existing topography generally slopes from the south to the north in the area
surrounding the septic system of approximately 10%-15%. There are no steep slopes in the vicinity.
S. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the
review is complete and that there are no further comments is received from MoA On -Site Department, the
note will be removed and "Issued for Construction" drawings will be issued.
The proposed installation will not affect the future development of this or the surrounding lots.
Steven R. Pannone, P.E.
Anchorage Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Palmer Mailing: P.O. Box 1807, Palmer, AIS 99645
Telephone: (907) 745-8200 FAX: (907) 745-8/02
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201476, Rebecca Carroll, 11/19/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201476, Rebecca Carroll, 11/19/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201476, Rebecca Carroll, 11/19/20
i�
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MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
PHONE
-4'(.HP..~ C I<, I~dlL. P elT..~ ,.34-5 -¢;,¢i~ I
/-
[] NEW
[] UPGRADE
INAME
MAILING ADDRESS
iLEGAL DESCRIPTION
iLOCATION
DISTANCE TO: Well ¢OI~IPtUYJI-~
Manufacturer . C:~/t'LF~i~' p~-
iLiq. ca gallons IF HOMEMADE:
DISTANCE TO:
Manufacturer
Well
Well/_4~ Iv~/4.UM
DISTANCE TO: W
No. of linesI Length o~a~ line
Top of tile to ~inish grade
Length
Type of crib
DISTANCE TO:
Class
DISTANCE TO:
Width
Crib diameter
Well
Depth
Building foundation
CLOCK 2. (;.~.,¢E/E ¢/7_,OO
NO. OF BEDROOMS
Absor~Stion area D~ellin§ PERMIT NO.
Materia%,%E¢/¢ ~ No. of compartments
nsi~ ~ Liquid depth
w;lling PER~IT NO.
Material Liquid capacity in gallons
Foundation~o.~ J~ Nearest lot line~
Total lenqth o* lines Trench width Distance bet~en lines
~O inches
Material beneath tile Tota~ ef absorption area
PERMIT NO.
Depth
Crib depth I Total effective absorption area
Building foundation I Nearest lot line
Driller Distance to lot line PERMIT NO.
Sewer line Septic tank Absorpt on area(s)
OTHER
PIPE MATERIALS
SOIL TEST RATING
INSTALLER
REMARKS
?7'
DEPT. OF
ENVIRONMENTAL
APR t
APPROVED
72-013 (Rev. 3/78)
DATE LEGAL
RECEIVED o
PERMIT NO. ( 8~0068 )
APPLICANT SCHRECK CO BUILDERS
LOCATION
LEGAL L20 B2 GREENBROOK
LOT SIZE DgDgD~ SQURRE FEET
T9PE OF SOIL ABSORPTION SgSTEM IS: DRRINFIELD
MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING
THE REQUIRED SIZE OF THE SOIL ABSORPTION SgSTEM IS:
[:,EF"TH= 6 LE~4GTH= 66
,:.' S _.] FT,.."BR) = .165
[:.FF"TH= 4
THE LENGTH DIMENSION IS THE LENGTH <IN FEET) OF THE TRENCH OR DRAINFIELD.
THE DEPTH OF 8 TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET).
THE TE:Ef-~C:H I-4I[:"T[ ~ IS 5. E~E~li FEET.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BET~IEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
F-:E,]:!LI I t;~:E[:" SEF'T I~]: TR~"~,='-'-' S Z ZE= a-c:- .... :. ,_3R[_[_C,f-~S
PERMIT APPLICANT HAS THE RESPCNSIBILIT¥ TO INF]F.'M THIS [:,EPARTMENT DURING THE
INSTALLRTION INSPECTIONS OF AN'¢ WELLS AB, JRC'ENT TO THIS PROF'ERT¥ RN[:, THE
NUMBER OF RESIDENCES THAT THE [4ELL WILL _EF..,E.
TI-4C, ,:: --:..d ::, .'[ I'-,ISF'E C:T 'r C~N'_-q RF-:E F~:E LZ.~LR I
BACKFILLING 0F ANY SYSTEM WITHOUT FINAL INSF'ECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSEC:UTION.
MINIMUM DISTANCE BETWEEN Ft WELL FIND ANY ON-SITE SEWAGE [:,ISPOSRL SYSTEM IS
±00 FEET FOR R PRIVATE WELL OR '~50 TO 20F~ FEET FROM A PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL
MINI'MUM DISTANCE FROM A PRIVATE WELL TO A F'RIgATE SE~4ER LINE IS :.;'5 FEET AND
TO A COMMUNITY SEWER LINE IS 75 FEET.
OTHER REQUIREMENTS MA'¢ APPLY. SPECIFICATIONS AND CONSTRUCTION [:,IRGRRMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
F'EF:f"I I T E:*:F' [ F:E5 [:,ECEf-IBER Z=:±.. --IL L=3:--=:--.~:
I CERTIFY THAT
.1: I AM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RN[:, WELLS RS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
~: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THEN 4 BEDROOMS.
SIGNED:%RppL~:RNT SCHREC:K CO BUILDERS
= l- =
MUNICIPALITY OF ANCHORAGL~/
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
~25 [.. Stteel. Anchmeee. Ale,Ne 99501 2644720
,~OILS LOG - PERCOLATION TEST
~o;I
1
~2
$-
7'
g-
COMMENTS
PERFORMED BY: T't
SLOPE
PERCOLATION
TE~T
~ITE PLAN
WA~GROUNDWATER $
ENCOUNTERED~ "~E5 L
P
E
IF YES, AT WHAT
DEPTH? ~0'Ot
· Gross Net D~pth to Net
Reading Date Time Time Water Drop
~:z6 3 o 7 ~/e ~ 4''
~2:z6 ~o 7 Vt~" 3'h~
PERCOLATION RATE 4~e ~ ,Iminutelliw'..h)
TEIST RUN BETWEEN ~'-'~ PT AND ~'~,, FT
APPLIC NT FILLS OUT UPPER HAl... UNL r
' =-/ Phone
Mailing Addre~ ~, (~ r~o ~ WO ~.'? C~
Buyer -~ ~ k -~ ~,
Address h~ ~ ¥~ ~,F.(,~i~ ~ r~ '~C~ Zip Code C[c~ ~h ',7
Lending Institution ~,~ ~. [;'~ F ,~ ~% '~"~{-~ ~ f~ ~ ~ Phone
Address 2~ (~ )~/~ ¢'q' ¢ ~ f~ t~.~ L~¢['T'~ ~$~c. ~ ~[~ Zip Code
Realty Co. & Agent ~_/:~'~C~../ ~ ~ [~ ~ FYi,'. ~' ~ ~'~ t~C'--~ ~ ~t~5 p~ ', h~[~q~C~ ~(%~Phone
Legal Description j..~.~ ~,~ ~)-,~.~?~ ~__ ~,~ ~
Street Locati~ ~ i~ ~ ~ ~ ¢; ~ ~ t~-~ ~:-~ ~ ,
Type ~esi~nce ._/
~Single Family
~ Multiple Family No. of Bedroo~
~ Other
Water Supply
~ Individual A~ACH WELL LOG. A well Icg is required for all wells drilled since June 1975.
~ommunity For wells drilled prior to that date, give well depth (attach Icg if available).
~ Public Utility
Sewer Disposal (.~ '~
~dividual Year Individual Installed: ;;~- ~
When Connected to Public Utility:
~ Public Utility
~ Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED.
Time Time Time Time
Date Date Date Date ('~--~o
Insp~tor Insp~tor Insp~tor Insp~tor
Field Notes: ~ .~.~ ?z'~ ~. ~,S O l~
C~ Lc~-~':~p,~'~ O ~ MUNICIPALI~ OF ANCHORAGE
~ ~ ~ ~ ENVIRONMENTAL PROTECTION
AUG 3
RECEIVED
(~ ) APPROVED BEDROOMS *CONDITIONS OF APPROVAL
( ) DISAPPROVED
( ) CONDITIONAL APPROVAL*
Soils Rating Date ~wer Installed Well To Absorption Ar~/' Well Log Received
L~_ t q - ~ ~ Well to Ta.k Septic T~k Size J